HomeMy WebLinkAboutConstruction Drawings_Part1 a
M PROVEM ENT PLANS FOR °�����E sFo
o Q I CALL BEFORE YOU DIG
WINDROW SUBDIVISION NO. 2 16970
CALL DIGLINE INC. 3-2-26
a PRIOR TO COMMENCING o
Q UNDERGROUND WORK LOCATED I N THE SW 1 /4 OF THE SW 1 /4 OF SECTION 2 5 C) s�qT
KnuwlMrat helOYil. w F OF\O P
CAllworeyoudlg. (208) 342-1585 TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN z NE M.
u
Ln ADA COUNTY, IDAHO °
2026 0
cn PROJECT SITE w N
0 SHEET INDEX SURVEY DATUM N " J 2
bi HORIZONTAL DATUM BASED ON ADA COUNTY GIS. -W E
V) C0.0 COVER SHEET \L °
C0.1 NOTES ALL ELEVATIONS SHOWN ARE NORTH AMERICAN /� 0
C) C1 .0 FINAL PLAT SHEET 1 VERTICAL DATUM OF 1988 (NAVD 88). �+� rn o a) I)
LL 0 40 80 160 240 W AMITY RD in o M
o C1 .1 FINAL PLAT SHEET 2 0 °, a,
zo C2.0 OVERALL SITE/UTILITY PLAN Xp 3 rn
C3.0 GRADING AND DRAINAGE PLAN SCALE: 1" = 80' N o 0 o
C4.0 ROUTEBURN/MAVORA PLAN AND PROFILE VICINITY MAP m E �-
C4.1 LINDER ROAD IMPROVEMENTS/INTERSECTION DETAILS 1"=1000'
w C5.0 SEWER LINE A+B PLAN AND PROFILE u'
U C6.0 WATER PLAN
C7.0 PRESSURE IRRIGATION PLAN 1
w C8.0 STREET LIGHT AND SIGNAGE PLAN —
a_
o_ C8.1 LINDER ROAD STRIPING PLAN
w
C9.0 ROADWAY DETAILS
C9.1 STORM DRAIN DETAILS I DEVELOPER
0 ui
F111 LLC o
PO BOX 593
EAGLE, ID 83616
wI (208) 336-5355
L I LAREN®CONGERGROUP.COM
z
o LEGEND I N
U)
CIVIL ENGINEER
p — — SUBDIVISION BOUNDARY 1 z o)
O CORINNE GRAHAM, PE o
z PUBLIC RIGHT-OF-WAY y CIVIL SITE WORKS LLC
w PO BOX 6059 o ROADCENTERLINEu O
< 12 n BOISE, ID 83707 U
� LOT LI N E
<� (208) 946-3874 0 `V
z
3 LOT NUMBER � � BLOCK 10 � ZJ, CGRAHAM®CSWENGINEERING.COM
1 < Q
U) — — 7A z
CURB AND GUTTER — —
1 ` — 1"
LL 8"SS> SEWER MAIN BLOCK 9 1 1 v w
� SURVEYOR L`
O I W.ROUTEBURN DRIVE -
zo 8"W WATER MAIN _ _
19 JEFF BEAGLEY, PLS
Q <12"Sp STORM DRAIN PIPE I SAWTOOTH LAND SURVEYING LLC
O 10 2030 S. WASHINGTON AVE.
L� <12"GIRR GRAVITY IRRIGATION PIPE 1 EMMETT, ID 83617 w
BLOCK 8 \ (208) 398-8104
6"PI PRESSURE IRRIGATION MAIN — — — — — ` 18
o' FIRE HYDRANT DESIGNED: C. GRAHAM
� 9
O /
0 SINGLE WATER METER/SERVICE I BLOCK 5 Li
DRAWN: L. HAASE
, BLOCK 6 /
w DOUBLE WATER METER/SERVICE 17 �9G CHECKED: C. GRAHAM
\O`,
o' B.O. ° I 9� APPROVED: C. GRAHAM
io 2" BLOW-OFF ASSEMBLY o 9�
® GATE VALVE
O &.q S 4,. .L .. WATER FITTINGS I 16 o`J�5`O SITE DATA PR F111 PAREDL OR:
0 PRESSURE IRRIGATION SERVICE S PO BOX 593
Ld 15 O�
RR GRAVITY IRRIGATION MANHOLE pRz ADA COUNTY PARCEL #S1225336525 EAGLE, ID 83616
Q � SEWER MANHOLE i \ / y�`�
® CURB INLET / SITE AREA = ±4.82 ACRES
J so STORM DRAIN MANHOLE \ PROPOSED LAND USE ZONE: R-8
U) o o SAND AND GREASE TRAP
Y Z
0 p MONITORING WELL I NUMBER AREA % O
STORM DRAIN SEEPAGE BED
RESIDENTIAL LOTS 8 1 .48 AC 30.7%
V) BARRICADES I \ u N
-r STREET SIGNS LANDSCAPE COMMON LOTS 4 1 .33 AC 27.6% = 0 O STREET LIGHT
o I PUBLIC RIGHT-OF-WAY N/A 2.01 AC 41 .7% Z
PROPOSED MAJOR CONTOUR (5') I \ TOTAL 12 ±4.82 AC 1 00% Z z
Ld 62a�� PROPOSED MINOR CONTOUR (1') I O Q
O
�
__\ — �Ze3o EXISTING MAJOR CONTOUR (5')
E V Lu
w
_ _ �2 EXISTING MINOR CONTOUR (1')
~ 2.00% DRAINAGE ARROW WITH PERCENT SLOPE I Z V)
Ln I \ LL mLu
oC
I
IDAHO POWER INFORMATION W O O
z — —
\ PROJECT CONTACT: JAMES NEYLAN O O CL U
(208) 336-5355 EXT. 2
JAMES@CONGERGROUP.COM —
NOTICE TO CONTRACTORS a p
J FUTURE PHASES Z
cn
Q
o CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED PHASE 3 7.93 ACRES 37 LOTS
0 CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME PHASE 4 13.39 ACRES 65 LOTS
w SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF PHASE 5 13.57 ACRES 49 LOTS O
I- CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; PHASE 6 8.39 ACRES 35 LOTS Z
cn THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED
TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO TO CERTIFICATE OF COMPLIANCE
DEFEND, INDEMNIFY AND HOLD THE ADA COUNTY HIGHWAY DISTRICT, THE CITY OF PRESSURE IRRIGATION PUMP STATION INSTALLED IN PHASE 1
MERIDIAN, AND THE DESIGN CONSULTANT HARMLESS FROM ANY AND ALL LIABILITY, REAL THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE SANITARY SEWER LIFT STATION INSTALLED IN PHASE 1 uj
CNI
0 OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. PREPARED IN SUBSTANTIAL CONFORMANCE WITH ACHD POLICY AND LA
N CSW PROJECT NO. 24005
STANDARDS IN PLACE AT THE TIME OF PREPARATION. THE � :I� NO POLE REMOVAL/RELOCATION REQUIRED
= ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR DRAWING DATE 03/02/2026
CD
UNAUTHORIZED CHANGES OR USES: THE DESIGN CONSULTANT PREPARING THESE PLANS ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM AR
WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING •} ��.
o
OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE •, LD-RSU B-XXXX-XXXX W
C) APPROVED BY THE PREPARER OF THESE PLANS. APPROVED FOR THIS PROJECT: NONE. �::� a Como